Masonry Facade Repair
The Problem
A seventeen story concrete frame structure with a brick masonry facade provided
the residence for its owners in the form of condominiums. The brick facade was exhibiting
distress in the form of cracks and spalling particles of brick that would fall to
the ground and endanger the people walking around the building as well as those
entering and leaving. The cracks and spalls appeared to the result of thermal movement
of the masonry wall.
The Solution
To alleviate the problem, it was necessary to install the support angles and soft
joints to control the movement of the masonry facade. As the structural engineer
developed his design solution, Restruction Corporation was invited to become a part
of the design/construct team working with the owner to develop a cost effective
solution. The structural engineer, upon analyzing the problem elected to install
a system of support angles and soft joints at every third floor. To achieve this,
the issue of constructability had to be resolved. Working with the owner and the
structural engineer Restruction Corporation developed a construction engineered
solution to install the support angles and the soft joints without having to remove
and replace the masonry wall.
The structural engineer took advantage of the bridging effect within the masonry
wall and designed a support system that required angle brackets at defined intervals
to provide the structural support system at the designated floors. Restruction Corporation
repair technicians, starting at the upper most designated floor, removed the required
number of bricks necessary to install a support angle. The angle installations
were done one at a time on each of the designated floors to take advantage of the
bridging action of the masonry wall. In following this procedure, no additional
cracking occurred in the masonry wall. Once all the required support angles were
installed at a given floor elevation, the existing mortar joint below the support
angle was removed and a soft joint installed. This procedure was repeated as we
went down the side of the building.
Project Images
Brick veneer on concrete frame high rise building
In-situ installation of new support angles completed in small sections, allowing
loads to
Nearly completed project requires minor cleaning of brick to blend coloring
Large cracks and brick pop-outs in veneer are symptomatic of inadequate brick support
Installation of specialty two way mechanical anchors at intermediate locations